1) bridging model
桥联模型
1.
Based on the finite element method and periodic boundary conditions,a method to analyze the compressive strength of stitched laminates was established,which adopted a bridging model and maximum stress criteria to predict the development of damage and obtain the compressive strength.
提出了三维纤维弯曲模型,基于有限元法和周期性边界条件建立了缝合层板压缩强度分析方法,采用桥联模型和最大应力判据分析损伤扩展并获得压缩强度,预报结果与试验吻合较好。
2.
Nonlinear characteristic of matrix material is considered in the bridging model constitutive theory of composite materials.
复合材料的桥联模型本构理论考虑了基体材料的非线性特性。
3.
The method adopted bridging model and maximum stress criteria to predict the development of damage and obtain the shear strength.
提出了面内局部纤维弯曲模型,基于有限元法和周期性边界条件建立了缝合层板面内剪切强度分析方法,采用桥联模型和最大应力判据分析损伤扩展并获得面内剪切强度,预报结果与试验吻合较好,探讨了缝合参数对层合板面内剪切强度的影响规律,结果表明缝合削弱了层合板的面内剪切强度,缝合针距和行距越大对面内剪切强度越有利,较细的缝合线对面内剪切强度有利。
2) parallel components constitutive model
并联桥模型
3) cascade H bridge
级联型H桥
5) Cam-clay model
剑桥模型
1.
Research on modifying Cam-clay model considering shear deformation;
剑桥模型可反映剪切变形的一种修正
2.
The Cam-clay model has widely been used in the last decades which described the main features of soil elastic-plastic stress-strain relationship.
著名的剑桥模型描述了土的塑性本构关系,在提出的几十年中已得到广泛的应用。
3.
In consideration of the fact that the Cam-Clay model is incapable of reflecting the deformation characteristics of initially anisotropic soil,and that the Ohta-Sekiguchi model can reflect the initial anisotropy of soil to some extent by adoption of a new stress ratio,the two models are modified by readjustment of the yielding locus and hardening axis in p-q plane.
指出剑桥模型不能反映具有初始各向异性的天然地基的变形特性;关口太田模型通过采用新的应力比,能从一定程度上反映初始各向异性。
6) bridge pier model
桥墩模型
1.
Comparison and analysis for the shear strengh calculation of reinforced concrete bridge pier model;
钢筋混凝土桥墩模型抗剪计算对比和分析
补充资料：分子桥联
分子式：
CAS号：
性质：附着在悬浮液中同一粒子上的两个或多个聚合物分子的相互联结作用。
CAS号：
性质：附着在悬浮液中同一粒子上的两个或多个聚合物分子的相互联结作用。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条